阀管注浆处治坝顶道路病害时浆液扩散规律分析

Analysis of Grout Diffusion Rule in Treating Dam Crest Road Diseases with Valve Pipe Grouting

摘要:

水利工程中的堤坝道路路面及某些防汛道路普遍存在承载能力低和不均匀沉降问题,阀管注浆技术因注浆范围可控、施工简便等优势在地基处治中得到广泛应用。为研究阀管注浆工艺中浆液在不同类型土体中的扩散规律,本文设计了砂土及粉土的阀管注浆室内模型试验,分析了注浆参数变化对加固半径的影响。研究结果为阀管注浆技术在水利工程中的应用提供了数据参考。

Abstract:

In water projects, dam roads and some flood control roads generally have problems of low bearing capacity and uneven settlement. Valve pipe grouting technology is widely used in foundation treatment due to its advantages such as controllable grouting range and simple construction. To study the diffusion rule of grout in different types of soil in the valve pipe grouting process, this paper designs indoor model tests of valve pipe grouting in sand and silt, and analyzes the influence of changes in grouting parameters on the reinforcement radius. The research results provide data reference for the application of valve pipe grouting technology in water projects.